HomeMy WebLinkAbout5515-34sylll
965
(�m = 1.8 CFS
Vjx = 4.8 FPS
(RADE
EXISTING
GRADE
100-YI
HAL
I
I
R
I
I
CONST'. 38.12 LF.
18" RCP �—
* CONTRACTOR SHALL VERIFY LOCATIONS
AND ELEVATIONS OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION
10+00 10+50
C>
c> ,
SEE GN -SITE GRADING
PLANS FOR CONTINUATION
970
965
960
PER SEPARATE PERMIT
PROFILE SCAM:
HORIZ. - 1" = 20`
VERT. . - 1" = 2'
JOIN ON-SITE 68.56 TC 1 //
G ING PLAN " CF
967.96)
JOIN Ex. BW
JOIN EX.96S81 C3
JOIN EX. (967.8, „ �)
0" CF
STA 10+19.14
B,C,
360.61 INV
18
31
A
Vol
a 10+29.87 s, 15
960.76 INV
cbI u
°' v
of
.
S=D.0139
aol
pi
STA. 10+00.00
csi
,s
+i p
rno
EX 42' SD
960 * 959.41 INV..
®
W Z
C4
C)
V) 3
F
cn
z
cq
37
o z
r!—i o
zcq
Z
o
INV
p QD N
a
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aq-
CONST'. 38.12 LF.
18" RCP �—
* CONTRACTOR SHALL VERIFY LOCATIONS
AND ELEVATIONS OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION
10+00 10+50
C>
c> ,
SEE GN -SITE GRADING
PLANS FOR CONTINUATION
970
965
960
PER SEPARATE PERMIT
PROFILE SCAM:
HORIZ. - 1" = 20`
VERT. . - 1" = 2'
JOIN ON-SITE 68.56 TC 1 //
G ING PLAN " CF
967.96)
JOIN Ex. BW
JOIN EX.96S81 C3
JOIN EX. (967.8, „ �)
0" CF
STA 10+19.14
B,C,
360.61 INV
18
31
A
Vol
a 10+29.87 s, 15
960.76 INV
cbI u
°' v
of
"y v
aol
pi
COa
csi
,s
+i p
rno
<",b
®
W Z
C4
C)
V) 3
F
cn
z
25.50'
37
o z
'IPE
Z
o
INV
100
INV
j
S/GB (970,59)JOIN EkR/W
- fk,
(970.51 JOIN E
FS JOIN E.
�tl
z
5
CURVE TABLE - STORM DRAIN
CURVE
�ELTA
RADIUS
LENGTH
TANGENT
C10
27-19'19"
22.50'
10.73'
5.47'
LANE TABLE - STORM DRAIN
LINE
BEARING
LENGTH
LIO
N62'22'52.54V
14.37'
L11
S89.42' 11.54"W
13.00'
CHERRY
'JOIN IDL
`JOIN EX.
u a,
fo cr rn
"1" X W
7 LaJ � O
a� m
CHERRY
AVENUE
q
2.0'± -4
14.0±
66.00'
54.00'±
5.5'±
EXISTING
CURB AND GUTTER
WESTERLY
R/W
12.00'±
r
EXISTING EXISTING
GRADE SIDEWALK
SECTION B -B:
N.T.S.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C3
6603'27'
20.00'
23.06'
13.00'
C4
58'26'58'
25.00'
25.50'
13.99'
AVENUE
-R/ vv
6.5'±
EXIST. WALL
OR FENCE
-R/W
LIMIT OF GRADING
JOIN EXISTING' GRADE
STREET CONSTRUCTION NOTES
a./ SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. PAVEMENT
(2-- SAWCUT AND REMOVE EXISTING CURB AND GUTTER
�.J REMOVE EXISTING DRIVEWAY
REMOVE EXISTING SIDEWALK
5 REMOVE AND UNDERGROUND EXISTING POWER POLE (BY OTHERS)
06—CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000
CONSTRUCT 6.00' WIDE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006
CONSTRUCT MODIFIED DRIVEWAY PER DETAIL ON SHEET 1 AND CITY OF FONTANA STD. PLAN NO. 1001
PROPOSED DECORATIVE STREET LIGHT PER CITY OF FONTANA STD. 404, 16000 LUMEN HPSV
STREET LIGHT (150 WATT15) STREET LIGHT LOCATION PER CASE 1 STD. 4O4
10 INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. 1004
11 PROPOSED DOUBLE CHECK DETECTOR ASSEMBLY TO BE INSTALLED BY FONTANA WATER COMPANY
&12 PROPOSED WATER METER TO BE INSTALLED 8Y FONTANA WATER COMPANY
0—PROPOSED FIRE HYDRANT TO BE INSTALLED BY FONTANA WATER COMPANY
14 CONSTRUCT 5" A.C. OVER 8" CAB. OVER SUB -GRADE OF 24" AT 95% COMPACTION
T I.=10 (VERIFY WITH SOILS REPORT) TO SE FIELD VERIFIED BY SOILS ENGINEER
15 BIND AND OVERLAY EXISTING AC PAVEMENT. MINIMUM DEPTH 2"
5 MIN. WIDTH OR AS DIRECTED BY INSPECTOR) SEE DETAIL ON SHEET 1
16 STANDARD TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008
0—CONSTRUCT 18" RCP
&_CONSTRUCT JUNCTION STRUCTURE PER S.P.P.W.C. STD. PLAN No. 332-2.
;Gj
STA. 20+00.00 SANTA ANA AVENUE
STA. 37+29.47 CHERRY AVENUE
(PER JOB NO. 3154)
1 0 10 20 40 60
SCALE:1 "=20'
Last Update:9/16/16
MCN16 000008 0:\3400-3499\3438\SIREET\3438ST-03.dwg
BASIS OF BEARINGS: BENCH MARK: p REv REVISION DESCRIPTION DAA °NX�Tr DAA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT OFf S1 Olhienes Enyineenng, Inc CITY OF FONTANA, CALIFORNIA
THE BASIS OF BEARINGS FOR THIS O �d 4� QN,q� CM ENGINEERING • L4ND SURVEr1Mc
x xtC 5FIRESTONE BOULEVARD SURVEY IS THE CALIFORNIA STATE PLANE CITY OF FONTAMA BENCHMARK NO. 517 � COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL `c4� .� T�i�yjo� �4 � fE BO EVARD STREET IMPROVEMENT PLAN
COORDINATE SYSTEM (CCS83), ZONE 5, PK NAIL IN POLE #335739E LOCATED AT e .� 2 PH.(714)521-4811 FAX(714)521-4173
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER �►'+ {"^ DRAM �� STREET PLAN sc►uE
(arPrepared Under The Su ervision Of : FOR NORTH AMERICAN DATUM 1983 (NAD$3) THE NORTHWEST CORNER OF REDWOOD
r m" J. P,
BASED LOCALLY ON CONTINUOUSLY AVENUE AND SANTA ANA AVENUE. DIAL Two WORKING * R.C.E. NO. 56155 r11 * P DESIGNED By PARCEL MAP NO. 19728 DATE:
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO LP Exp. 12-31-16 ' Q
OPERATING REFERENCE STATIONS (CORS) ELEVAI7ON = 981.36 BEFORE DAYS BEFORE ,, J.P. ggN1- 09/P16/2 16
"CORS" AND "EWPP" AS SHOWN HEREON (`NGV17 29 / 1970 AGIJ. Y❑LJ DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND "9T CIV �1. ��
Dade :1 - � - CHECKED BY. APPRO BY: DRAWING NO.; 3
(BASIS OF BEARINGS: S '81'29'26" E). TOLL FREE 1-800-227-2600 F 0 1�e' - eG► . ��
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 'c AL PREINHARD STEN L RCE NO. 56155 R.S. �' 5515
CITY ENGINEER R.C.E. 5'1152 DATE: 3